Kit Price CG Plans.pdf

PDF 9 MB Posted Aug 12, 2020

Attached to: Idaho Panhandle NF, CdA River RD, Kit Price Campground Improvements
Solicitation number: 12034320R0016
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This package includes construction plans and specifications for campground improvements at the Kit Price Campground in Idaho. The project involves removing and replacing two water holding tanks and associated piping, two wastewater holding tanks and piping, aggregate haul and placement, new asphalt paving and patching, asphalt chip seal, installing new precast toilet buildings and storage sheds, constructing wood shade structures and information kiosks, and installing picnic tables and fire rings. It will also remove existing toilet buildings, sheds, stumps, and concrete pads. The solicitation is issued by the USDA Forest Service Idaho Panhandle National Forest Coeur D'Alene River Ranger District.

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Other files

File	Type	Posted
Kit Price FSSS Final Amend1.pdf	PDF	Sep 4, 2020
Section B and C replacement pagesAmend1.docx	DOCX document	Sep 4, 2020
Kit Price Plans_Amend 1.pdf	PDF	Sep 4, 2020
SF30Amend 1KitPrice.doc	DOC document	Sep 4, 2020
PastPerformanceSurvey optional use.docx	DOCX document	Aug 12, 2020
Kit Price CG FSSS.pdf	PDF	Aug 12, 2020
DB Wage Decision.pdf	PDF	Aug 12, 2020
KitPriceRFP.docx	DOCX document	Aug 12, 2020

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VICINITY MAP

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

IDAHO PANHANDLE NATIONAL FORESTS

KIT PRICE

SHOSHONE COUNTY, IDAHO

CAMPGROUND IMPROVEMENTS

NORTHERN IDAHO LOCATION MAP

PROJECT

LOCATION

NO. DESCRIPTION

INDEX TO SHEETS

2 SUMMARY OF QUANTITIES & GENERAL NOTES

1 TITLE SHEET

7-10 SITE PLAN

3-6 DEMOLITION PLAN

REGIONAL LANDSCAPE ARCHITECT

DISTRICT RANGER

RECOMMENDED:

DATE

COEUR D'ALENE RIVER RANGER DISTRICT

NORTHERN REGION

REGIONAL ENGINEER

DATE

NORTHERN REGION

REVIEWED:

APPROVED:

N O R

R K

NF-208

C O

U E R D

N E R

E R

LOOP C

LOOP B

LOOP A

FOREST ENGINEER

DATE

IDAHO PANHANDLE NATIONAL FOREST

REVIEWED:

FOREST LANDSCAPE ARCHITECT

DATE

IDAHO PANHANDLE NATIONAL FOREST

REVIEWED:

FOREST SUPERVISOR

DATE

IDAHO PANHANDLE NATIONAL FOREST

APPROVED:

11-16 SITE LAYOUT AND SITE LAYOUT POINTS

17-25 DETAILS N

F-2

NF-943

SPUR RO

FRO

NF-943

ATER TANKS

WATER TANKS

26-36 STRUCTURAL PLANS & DETAILS

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WASHINGTON

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SANDPOINT

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COEUR D'ALENE

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SPOKANE

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MISSOULA

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IDAHO

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MONTANA

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LEWISTON

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PROJECT BOUNDARY

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ENGINEERS

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SURVEYORS

GENERAL NOTES

1. CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

2. NO BLASTING WILL BE ALLOWED ON THIS PROJECT.

3. CONTRACTOR SHALL PROVIDE ALL TESTING (QUALITY CONTROL) FOR THIS PROJECT AND SUBMIT DAILY REPORTS TO THE CONTRACTING OFFICER.

4. PORTLAND CEMENT CONCRETE MUST MEET A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI AND HAVE AN MINIMUM ENTRAINED AIR CONTENT 4.5%.

5. THE CONTRACTOR SHALL PROVIDE DUST CONTROL (7 DAYS A WEEK, 24 HOURS PER DAY) FOR ALL DISTURBED AREAS ON THE PROJECT SITE.

6. IF ANY STRUCTURE, SIGN, ETC. IS MOVED DURING THIS PROJECT, IT SHALL BE REPLACED PRIOR TO FINAL PROJECT CLOSE-OUT.

7. SURFACE RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR TO MATCH ADJACENT EXISTING CONDITIONS.

8. THE CONTRACTOR SHALL OBTAIN ALL STATE AND LOCAL PERMITS REQUIRED FOR THIS PROJECT. THE COSTS ASSOCIATED WITH THE STATE AND LOCAL PERMITS SHALL BE INCLUDED IN MOBILIZATION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED STORMWATER AND DEWATERING PERMITS.

9. THE CONTRACTOR SHALL PROVIDE THE C.O. WITH A CONSTRUCTION SCHEDULE PRIOR TO STARTING CONSTRUCTION. THIS SCHEDULE SHALL INCLUDE A DETAILED EXPLANATION OF HOW THE PROJECT WILL BE COMPLETED AND A TRAFFIC CONTROL PLAN DEPICTING TEMPORARY PARKING FOR VISITOR PARKING DURING CONSTRUCTION

TO BE COORDINATED WITH CO.

10. THE CONTRACTOR SHALL PROVIDE THE C.O. A CONSTRUCTION TRAFFIC CONTROL PLAN DETAILING HOW ACCESS TO THE SITE WILL BE MAINTAINED. ALL TRAFFIC

CONTROL DEVICES SHALL MEET MUTCD STANDARDS.

11. ALL BACKFILL AND SUBGRADE COMPACTION SHALL BE 95% OF THE STANDARD PROCTOR (AASHTO T-99).

12. THE CONTRACTOR SHALL FIELD VERIFY ALL UNDERGROUND UTILITIES. DEPTH AND LOCATION OF UTILITIES SHOWN ON DRAWINGS ARE BASED ON AVAILABLE DATA AT THE TIME OF THE PROJECT DESIGN AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE. ALL REQUIRED UTILITY POLE AND/OR LINE RELOCATION SHALL BE COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY. ALL COSTS ASSOCIATED WITH UTILITY LOCATING AND/OR RELOCATION ARE AT THE CONTRACTOR'S EXPENSE.

SUMMARY OF ESTIMATED QUANTITIES- SCHEDULE A BASE BID

13. NO AREA HAS BEEN SET ASIDE FOR STORAGE OF CONSTRUCTION MATERIALS/EQUIPMENT OR FOR THE DISPOSAL OF WASTE MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITES FOR THESE PURPOSES AS HE/SHE MAY DEEM NECESSARY.

14. ALL PROPERTY PINS, BENCH MARKS, CONTROL POINTS, SECTION AND QUARTER CORNERS FOUND WITHIN THE CONSTRUCTION AREA ON THIS PROJECT SHALL BE PRESERVED. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT THESE PINS. IF ANY OF THE ABOVE PINS OR MONUMENTS ARE DISTURBED A REGISTERED LAND SURVEYOR SHALL REPLACE THE PINS OR MONUMENTS AT THE CONTRACTOR'S EXPENSE.

15. ALL ASPHALT PAVEMENT, CONCRETE, VALVES & BOXES, CLEAN-OUTS, PIPING, ELECTRICAL WIRES & CONDUITS, CONTAMINATED SOILS, GRASS SOD, FENCES, ELECTRICAL BOXES SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.

16. ALL MFG'S CALLOUTS SHALL MEAN C.O. APPROVED "OR EQUAL".

17. DIGITAL CONTRACT DOCUMENT DEPICTING COORDINATES FOR ALL DESIGN ELEMENTS IS AVAILABLE UPON REQUEST.

18. DISPOSAL: ALL MATERIAL DESIGNATED FOR REMOVAL BECOMES THE PROPERTY OF THE CONTRACTOR AND IS TO BE DISPOSED OF BY REMOVING FROM NATIONAL FOREST LANDS IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

19. ALL MERCHANTABLE TIMBER IN THE CLEARING AREA NOT REMOVED FROM THE PROJECT AREA PRIOR TO THE BEGINNING OF CONSTRUCTION

BECOMES THE PROPERTY OF THE FOREST SERVICE.

20. EXCAVATION: EXCAVATION INCLUDES ALL MATERIAL THAT IS A MINIMUM OF 3 FEET OF DEPTH FROM THE FINISHED SURFACE OF THE PAVEMENT AND

ANY UNSUITABLE MATERIAL THAT EXCEEDS THE THREE FOOT DEEP.

21. EMBANKMENT: EMBANKMENT IS SUITABLE MATERIAL PLACED TO BRING AREAS THAT EXCEED 3 FEET OF DEPTH FROM THE FINISHED SURFACE OF THE

PAVEMENT TO SUBGRADE.

22. SAWCUTTING IS CONSIDERED INCIDENTAL TO ASPHALT REMOVAL AND CONCRETE REMOVAL.

23. THE CONTRACTOR SHALL PROTECT ALL EXISTING WATER SYSTEMS ON THE PROJECT SITE.

24. THE CONTRACTOR SHALL PUMP ALL VAULT TOILETS PRIOR TO REMOVAL.

25. ALL FIBERGLASS AND/OR METAL TANKS SHALL BE REMOVED FROM NATIONAL FOREST LANDS AND DISPOSED IN AN ENVIRONMENTALLY SAFE MANNER

IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS BY THE CONTRACTOR.

26. CONTRACTOR SHALL CONSERVE TOPSOIL AS PART OF EXCAVATION AND PLACE ON DISTURBED AREAS AS DIRECTED BY THE CO.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

3 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SUMMARY OF

QUANTITES &

GENERAL NOTES

05/21/2020

.dwg

PJD

JPN

PJD

C-02

RANGER DISTRICT

SCHEDULE B - OPTION 1

L.S. = LUMP SUM; EA. = EACH; S.Y. = SQUARE YARD; C.Y. = CUBIC YARD; AQ = ACTUAL QUANTITY

SCHEDULE B - OPTION 2

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ENGINEERS

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PLANNERS

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ENGINEERS

PLANNERS

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LOOP A

SHEET NO. C-04

LOOP B

SHEET NO. C-05

LOOP C

SHEET NO. C-06

SCALE IN FEET

100 200

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

SALVAGE EXISTING STEEL

BULLETIN BOARD,

REMOVE AND REPLACE

INFORMATION SIGN

AND ASPHALT PAD,

DISPOSE OFFSITE

REMOVE AND REPLACE EXISTING GATES,

DISPOSE OFFSITE

REMOVE AND REPLACE EXISTING GATES,

DISPOSE OFFSITE

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/2 0/2

0 1 6:

F :\7

3 K

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

OVERALL DEMOLITION

PLAN

05/21/2020

.dwg

PJD

JPN

PJD

C-03

REMOVE AND REPLACE

EXISTING WATER TANKS,

SEE COVER SHEET

FOR ACCESS ROAD LOCATION

5' Max. ROADWAY &

PARKING SPURS

5' Max.

OR TOE OF

FILL

OR TOP OF

CUT

BRUSHING/CLEARING LIMITS

V er ti ca l Li m it s

RANGER DISTRICT

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C-27

N orth Fork Coeur d'Alene River

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

ENGINEERS

PLANNERS

SURVEYORS

LOOP A

OBLITERATE

EXISTING ASPHALT PER

FP-14 METHOD (a), TYP

REMOVE EXISTING SHED,

DISPOSE OFFSITE

REMOVE EXISTING FIRE PIT, TYP

REMOVE EXISTING PIT TOILET,

DISPOSE OFFSITE

REMOVE EXISTING PIT TOILET,

DISPOSE OFFSITE

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN AND

BE PROTECTED

REMOVE AND REPLACE EXISTING

SEWER STANDS, CONNECTIONS AND

HOLDING TANKS

EXISTING CULVERT TO REMAIN

REMOVE EXISTING

GRILL, TYP

REMOVE EXISTING PICNIC TABLE, TYP

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/2 0/2

0 1 6:

F :\7

3 K

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

DEMOLITION PLAN

LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-04

EXISTING HOST WATER HYDRANT

TO REMAIN AND BE PROTECTED

RANGER DISTRICT

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LOOP B

ENGINEERS

PLANNERS

SURVEYORS

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

OBLITERATE

EXISTING ASPHALT PER

FP-14 METHOD (a), TYP

REMOVE EXISTING SHED,

DISPOSE OFFSITE

REMOVE EXISTING PIT TOILET,

DISPOSE OFFSITE

REMOVE EXISTING PIT TOILET,

DISPOSE OFFSITE

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN AND

BE PROTECTED

REMOVE AND REPLACE EXISTING

SEWER STANDS, CONNECTIONS AND

HOLDING TANKS

EXISTING CULVERT TO REMAIN

REMOVE EXISTING

FIRE PIT, TYP

REMOVE EXISTING

GRILL, TYP

REMOVE EXISTING

PICNIC TABLE, TYP

REMOVE EXISTING

GARBAGE PAD,

DISPOSE OFFSITE

REMOVE EXISTING

SIGNS AND MONUMENTS

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/2 0/2

0 1 6:

F :\7

3 K

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

DEMOLITION PLAN

LOOP B

05/21/2020

.dwg

PJD

JPN

PJD

C-05

EXISTING HOST WATER

HYDRANT TO REMAIN

AND BE PROTECTED

RANGER DISTRICT

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ENGINEERS

PLANNERS

SURVEYORS

LOOP C

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

OBLITERATE

EXISTING ASPHALT PER

FP-14 METHOD (a), TYP

REMOVE EXISTING PIT TOILET,

DISPOSE OFFSITE

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN AND

BE PROTECTED

REMOVE EXISTING

FIRE PIT, TYP

REMOVE EXISTING

GRILL, TYP

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PICNIC TABLE, TYP

REMOVE EXISTING

GARBAGE PAD,

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EXISTING GATE TO REMAIN

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PIT TOILET,

DISPOSE OFFSITE

OBLITERATE

EXISTING CONCRETE SIDEWALK

PER FP-14 METHOD (a), TYP

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/2 0/2

0 1 6:

F :\7

3 K

- D

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

DEMOLITION PLAN

LOOP C

05/21/2020

.dwg

PJD

JPN

PJD

C-06

RANGER DISTRICT

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3 PVC Pipes & a galvanized 1" pipe within 1' Radius

ENGINEERS

PLANNERS

SURVEYORS

LOOP A

SHEET NO. C-08

LOOP B

SHEET NO. C-09

LOOP C

SHEET NO. C-10

SCALE IN FEET

100 200

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

INFORMATION SIGN

AND ASPHALT PAD

NEW GATES

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

4 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

OVERALL SITE PLAN

05/21/2020

.dwg

PJD

JPN

PJD

C-07

REMOVE AND REPLACE

EXISTING WATER TANKS,

SEE COVER SHEET FOR

ACCESS ROAD LOCATION

NEW GATE

RANGER DISTRICT

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AutoCAD SHX Text C-2323

AutoCAD SHX Text A

AutoCAD SHX Text C-2323

AutoCAD SHX Text A

AutoCAD SHX Text S-10

AutoCAD SHX Text A

AutoCAD SHX Text C-2525

AutoCAD SHX Text A

AutoCAD SHX Text C-2424

AutoCAD SHX Text A

S-11

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")&

ENGINEERS

PLANNERS

SURVEYORS

PICNIC TABLE,

TYP

FIRE RING, TYP

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

REMOVE AND REPLACE

EXISTING SHED WITH

PRECAST BUILDING

"ENTER"

DIRECTIONAL SIGN

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

EXISTING GRADE

CONTOURS

PULL THROUGH 20' WIDE

CAMPSITE WITH TYPICAL

ASPHALT SECTION

PROTECT EXISTING

ASPHALT IN PLACE

LOOP A

16' X 21' CAMP LIVING AREA,

TYP ALL SINGLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXISTING TRAIL

PROTECT EXISTING

ASPHALT IN PLACE,TYP

REPLACE EXISTING

SEWER STANDS,

CONNECTIONS AND

HOLDING TANKS,

CAMPGROUND SPACE

UNIT MARKER,

TYP ALL SITES

GUNNINSON STYLE

TOILET

WITH

ASPHALT PATHWAY

EXISTING CAMPSITE TO BE

EXPANDED TO 16' WIDTH MINIMUM

WITH TYPICAL ASPHALT SECTION , TYP

EXISTING

18' DIA. CULVERT

4' WIDE GRAVEL

PATH , TYP

EXISTING WATERLINE AND

ASSOCIATED APPURTENANCES

TO REMAIN AND BE

PROTECTED, TYP

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXISTING CAMPSITE TO BE

EXPANDED TO 20' WIDTH MINIMUM

WITH TYPICAL ASPHALT SECTION

4' WIDE GRAVEL PATH , TYP

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

4 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE PLAN LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-08

Notes:

1. REFER TO DETAIL D ON SHEET

C-17 FOR TYPICAL ASPHALT SECTION.

2. NEW ASPHALT PLACED ADJACENT TO

EXISTING ASPHALT REQUIRES

SAWCUT OF THE EXISTING ASPHALT

AND TACK COAT PER DETAIL B

ON SHEET C-19.

3. SHADE STRUCTURES ARE TO BE BUILT IN THE

CAMPGROUND BASED ON THE BASE BID AND

OPTIONAL BIDS AS FUNDS ARE AVAILABLE. SEE BID

ITEMS FOR SITE NUMBERS TO BE CONSTRUCTED. SEE

DETAILS ON SHEETS C -21 FOR SITE LAYOUT AND

SHEETS S-1 THRU S-9 FOR SHADE STRUCTURE.

PIN DOWN CURB STOP , TYP

TIER 2 SHADE

STRUCTURE PRIORITY

SITE

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

RANGER DISTRICT

AutoCAD SHX Text D

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AutoCAD SHX Text C

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AutoCAD SHX Text L

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AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text C-1919

AutoCAD SHX Text A

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1717

AutoCAD SHX Text C

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1818

AutoCAD SHX Text A

AutoCAD SHX Text C-1919

AutoCAD SHX Text C

AutoCAD SHX Text C-1919

AutoCAD SHX Text A

AutoCAD SHX Text C-2222

AutoCAD SHX Text A

AutoCAD SHX Text C-1818

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

C-1919

North Fork Coeur d'Alene River

PICNIC TABLE, TYP

REMOVE AND REPLACE

EXISTING SHED WITH

PRECAST BUILDING

"ENTER"

DIRECTIONAL SIGN

EXISTING

GRADE

CONTOURS

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

LOOP B

16' X 21' CAMP LIVING AREA,

TYP ALL SINGLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

PULL THROUGH

CAMPSITE WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

EXISTING

TRAIL

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

EXISTING

PUMPHOUSE

CAMPGROUND SPACE

UNIT MARKER,

TYP ALL SITES

REMOVE/REPLACE EXISTING

WATER AND SEWER STANDS,

CONNECTIONS AND HOLDING TANKS

32' X 21' CAMP LIVING AREA,

TYP ALL DOUBLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

ENGINEERS

PLANNERS

SURVEYORS

EXISTING CAMPSITE TO BE

EXPANDED TO 16' WIDTH MINIMUM

WITH TYPICAL

ASPHALT SECTION , TYP

4' WIDE GRAVEL PATH , TYP

EXISTING WATERLINE AND

APPURTENANCES TO REMAIN

AND BE PROTECTED, TYP

NEW GATE

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

PULL THROUGH

CAMPSITE WITH TYPICAL

ASPHALT SECTION

EXPAND EXISTING SINGLE SITE,

TO CREATE 36' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

4 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE PLAN LOOP B

05/21/2020

.dwg

PJD

JPN

PJD

C-09

FIRE RING, TYP

Notes:

1. REFER TO DETAIL D ON SHEET

C-17 FOR TYPICAL ASPHALT SECTION.

2. NEW ASPHALT PLACED ADJACENT TO

EXISTING ASPHALT REQUIRES

SAWCUT OF THE EXISTING ASPHALT

AND TACK COAT PER DETAIL B ON SHEET C-19.

3. SHADE STRUCTURES ARE TO BE BUILT IN THE

CAMPGROUND BASED ON THE BASE BID AND

OPTIONAL BIDS AS FUNDS ARE AVAILABLE. SEE

BID ITEMS FOR SITE NUMBERS TO BE

CONSTRUCTED. SEE DETAILS ON SHEETS C -21

FOR SITE LAYOUT AND SHEETS S-1 THRU S-9

FOR SHADE STRUCTURE.

PULL THROUGH CAMPSITE

WITH TYPICAL

ASPHALT SECTION

REPLACE EXISTING SINGLE SITE

WITH 32' WIDE DOUBLE SITE

WITH TYPICAL ASPHALT SECTION

PIN DOWN CURB STOP , TYP

TIER 2 SHADE

STRUCTURE PRIORITY

SITE

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

RANGER DISTRICT

AutoCAD SHX Text P

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AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text V

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text

HOST SLIP

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AutoCAD SHX Text F

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AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1717

AutoCAD SHX Text C

AutoCAD SHX Text C-1717

AutoCAD SHX Text B

AutoCAD SHX Text C-1818

AutoCAD SHX Text A

AutoCAD SHX Text C-1919

AutoCAD SHX Text C

AutoCAD SHX Text C-1919

AutoCAD SHX Text A

AutoCAD SHX Text C-2020

AutoCAD SHX Text A

AutoCAD SHX Text C-2222

AutoCAD SHX Text A

AutoCAD SHX Text C-2323

AutoCAD SHX Text A

AutoCAD SHX Text C-1818

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

AutoCAD SHX Text C-1919

AutoCAD SHX Text B

Fork C oeu r d 'A len e R iver

ENGINEERS

PLANNERS

SURVEYORS

PICNIC TABLE, TYP

FIRE RING, TYP

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

"ENTER"

DIRECTIONAL SIGN

EXISTING

GRADE

CONTOURSGUNNISON STYLE TOILET

WITH ASPHALT PATHWAY

NEW CAMPSITE

WITH TYPICAL

ASPHALT SECTION

TIOGA STYLE TOILET

WITH ASPHALT PATHWAY

WIDEN ROADWAY WITH

TYPICAL ASPHALT

SECTION TO

ACCOMMODATE DESIGN

VEHICLE

WIDEN ROADWAY 12'

WITH TYPICAL ASPHALT

SECTION TO

ACCOMMODATE DESIGN

VEHICLE

20' WIDE PULL THROUGH

CAMPSITE

WITH TYPICAL

ASPHALT SECTION

LOOP C

EXISTING TRAIL

16' X 21' CAMP LIVING AREA,

TYP ALL SINGLE SITES,

CLEAR AND GRUB AREA

PRIOR TO CONSTRUCTION

REMOVE AND REPLACE EXISTING

CONCRETE SIDEWALK

WITH GRAVEL PATH

EXTEND EXISTING CAMPSITE 15' AND

WIDEN 4' WITH TYPICAL ASPHALT SECTION

EXTEND EXISTING

CAMPSITE 15' AND

WIDEN 4' WITH

TYPICAL ASPHALT

SECTION

EXISTING CAMPSITE TO BE

EXPANDED TO 16' WIDTH MINIMUM

WITH TYPICAL ASPHALT SECTION , TYP

4' WIDE GRAVEL PATH , TYP

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

EXISTING WATERLINE

AND APPURTENANCES

TO REMAIN AND

BE PROTECTED,TYP

EXTEND EXISTING

CAMPSITE 15' AND

WIDEN 8' TO MAKE

20' MINIMUM WIDE

SITE WITH TYPICAL

ASPHALT SECTION

CAMPGROUND SPACE UNIT

MARKER,

TYP ALL SITES,

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

4 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE PLAN LOOP C

05/21/2020

.dwg

PJD

JPN

PJD

C-10

Notes:

1. REFER TO DETAIL D ON SHEET

C-17 FOR TYPICAL ASPHALT SECTION.

2. NEW ASPHALT PLACED ADJACENT TO

EXISTING ASPHALT REQUIRES

SAWCUT OF THE EXISTING ASPHALT

AND TACK COAT PER DETAIL B ON SHEET C-19.

3. SHADE STRUCTURES ARE TO BE BUILT IN THE

CAMPGROUND BASED ON THE BASE BID AND

OPTIONAL BIDS AS FUNDS ARE AVAILABLE. SEE

BID ITEMS FOR SITE NUMBERS TO BE

CONSTRUCTED. SEE DETAILS ON SHEETS C -21

FOR SITE LAYOUT AND SHEETS S-1 THRU S-9

FOR SHADE STRUCTURE.

PULL THROUGH

CAMPSITE

WITH TYPICAL

ASPHALT SECTION

10' X 6'

ACCESSIBLE

LANDING

PIN DOWN CURB STOP , TYP

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

SAWCUT EXISTING ASPHALT 1' MIN.,

PATCH BETWEEN EXISTING ASPHALT

AND CONCRETE HYDRANT PADS

TIER 2 SHADE

STRUCTURE

PRIORITY SITE

RANGER DISTRICT

AutoCAD SHX Text P

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AutoCAD SHX Text C

AutoCAD SHX Text Gate

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PT: 101

PT: 102

PT: 103

PT: 104

PT: 105

PT: 106

PT: 107

PT: 108

PT: 109

PT: 110

PT: 111

PT: 112

PT: 113

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PT: 123

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PT: 125

PT: 126

PT: 127

PT: 128

PT: 129

PT: 130

PT: 131

PT: 132

PT: 133

PT: 134

PT: 135

PT: 136

PT: 137

PT: 138

PT: 139

PT: 140

PT: 141 PT: 142

PT: 143

PT: 144

PT: 145

PT: 146

PT: 147

PT: 150

PT: 151

PT: 152

PT: 153 PT: 154

PT: 155

PT: 156

PT: 157

PT: 158

PT: 159

PT: 160

PT: 161

PT: 162

PT: 163

PT: 164

PT: 148

PT: 149

PT: 168

PT: 169

PT: 170

PT: 171

PT: 172

PT: 173

PT: 174

PT: 175

PT: 176

PT: 177

PT: 178

PT: 179PT: 180

PT: 181

PT: 182

PT: 183

PT: 184

PT: 185

PT: 186

PT: 187

PT: 188

PT: 189

PT: 190

PT: 191

PT: 192

PT: 193

PT: 194

PT: 195

PT: 196

PT: 197

PT: 198 PT: 199

PT: 200

PT: 201

PT: 202

PT: 203

PT: 204

PT: 205

PT: 206

PT: 207

PT: 208

PT: 209

PT: 210

PT: 211

PT: 212

PT: 213

PT: 214

PT: 215

PT: 216

PT: 217

PT: 218

PT: 219

PT: 220

PT: 221

PT: 222

PT: 223

PT: 224

PT: 225

PT: 226

PT: 227

PT: 228

PT: 229

PT: 230

PT: 231

PT: 232

PT: 233

PT: 234

PT: 235

PT: 236

PT: 237

PT: 238

PT: 239

PT: 241

PT: 242

PT: 243

PT: 244

PT: 245

PT: 246

PT: 247

PT: 248

PT: 249

PT: 250

PT: 251

PT: 252

PT: 253

PT: 254

PT: 255

PT: 256

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PT: 258

PT: 259

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PT: 261

PT: 262PT: 263

PT: 264 PT: 265

PT: 266

PT: 267

PT: 268

PT: 269

PT: 270

PT: 271

PT: 272

PT: 273

PT: 274

PT: 275

PT: 276

PT: 277 PT: 278

PT: 279

PT: 280

PT: 281

PT: 282

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

ENGINEERS

PLANNERS

SURVEYORS

LOOP A

20'

16'

16' 4'

R35'

R35' 16'

R35'

R15'

R3'

R15'

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

3 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE LAYOUT LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-11

R35'

RANGER DISTRICT

Notes:

1. ALL PARKING SPURS AND PATHS SHALL HAVE

A MAXIMUM 2% CROSS SLOPE AND MAXIMUM

5% RUNNING SLOPE.

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text

HOST SLIP 20

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

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LOOP A Point Table

Point #

Elevation 2541.22

2541.07

2539.63

2539.42

2540.29

2540.66

2540.25

2540.88

2539.43

2539.40

2539.42

2539.50

2539.34

2539.58

2539.70

2539.26

2540.88

2541.04

2540.80

2540.82

2540.36

2540.18

2540.23

2540.72

2540.50

2540.23

2539.96

2540.28

2539.71

2540.09

2539.92

2540.37

2539.93

2539.60

2539.09

2539.70

2539.06

2539.88

2539.46

2538.87

2539.40

2540.13

2540.21

2540.27

2540.19

2539.65

2540.04

2539.95

2539.42

2538.98

2538.91

2537.62

2537.69

2538.49

2538.53

Northing 2213853.11

2213840.11

2213818.25

2213797.71

2213797.19

2213810.44

2213785.41

2213798.66

2213831.42

2213828.50

2213788.67

2213783.30

2213845.11

2213858.81

2213846.69

2213832.99

2213766.26

2213764.39

2213722.57

2213717.00

2213723.62

2213713.81

2213730.40

2213740.21

2213685.61

2213682.07

2213656.55

2213648.22

2213666.19

2213661.53

2213651.83

2213675.77

2213687.60

2213659.39

2213666.53

2213649.14

2213652.78

2213632.20

2213634.93

2213598.40

2213618.92

2213601.82

2213652.07

2213627.11

2213632.13

2213647.04

2213627.63

2213624.52

2213619.52

2213616.11

2213583.17

2213569.72

2213570.10

2213541.02

2213554.83

2213551.50

Easting 2561237.05

2561227.53

2561294.31

2561295.55

2561224.26

2561233.23

2561241.65

2561250.62

2561354.49

2561357.23

2561307.84

2561307.90

2561370.24

2561386.15

2561396.59

2561380.67

2561262.07

2561258.54

2561285.20

2561283.63

2561236.94

2561224.30

2561211.42

2561224.06

2561338.27

2561340.14

2561283.11

2561275.89

2561328.13

2561354.11

2561335.54

2561346.82

2561275.40

2561265.94

2561249.30

2561258.57

2561238.99

2561253.53

2561233.48

2561244.23

2561254.45

2561263.82

2561207.99

2561216.58

2561201.39

2561223.18

2561272.92

2561317.87

2561273.73

2561270.01

2561284.96

2561269.91

2561285.05

2561293.20

2561298.03

Description

CAMPSITE 1

CAMPSITE PICNIC 1

CAMPSITE 2

CAMPSITE PICNIC 2

CAMPSITE 3

CAMPSITE PICNIC 3

CAMPSITE 4

CAMPSITE PICNIC 4

CAMPSITE 5

CAMPSITE PICNIC 5

BATHROOM PATH 1

CAMPSITE 6

LOOP A Point Table

Point #

Elevation 2537.63

2538.63

2539.20

2539.12

2537.54

2537.45

2538.04

2537.57

2538.65

2538.05

2537.81

2537.77

2538.14

2537.75

2537.71

2537.67

2537.34

2537.57

2536.46

2537.17

2537.34

2537.62

2537.33

2538.11

2537.00

2537.26

2536.91

2537.26

2537.12

2537.43

2537.52

2537.20

2537.53

2537.85

2537.53

2537.65

2537.62

2537.07

2536.83

2537.48

2537.72

2537.63

2538.05

2537.94

2537.12

2535.99

2536.22

2537.05

2538.00

2537.04

2537.56

2537.75

2537.88

2537.69

2538.47

Northing 2213534.39

2213532.11

2213543.25

2213545.94

2213535.43

2213546.82

2213520.68

2213532.08

2213534.72

2213536.01

2213501.95

2213492.78

2213508.78

2213490.25

2213501.26

2213482.73

2213608.21

2213604.54

2213588.19

2213581.09

2213581.29

2213567.15

2213591.66

2213576.98

2213612.59

2213616.42

2213557.65

2213557.67

2213546.89

2213526.00

2213527.59

2213548.48

2213680.77

2213701.15

2213621.40

2213624.69

2213622.43

2213602.18

2213606.43

2213626.67

2213750.52

2213746.77

2213773.56

2213768.67

2213744.60

2213734.94

2213720.73

2213730.39

2213739.88

2213674.24

2213674.66

2213735.51

2213677.22

2213698.05

2213679.28

2213700.10

Easting 2561294.66

2561330.60

2561324.78

2561319.90

2561261.76

2561272.99

2561276.71

2561287.95

2561364.29

2561384.72

2561341.34

2561354.45

2561370.46

2561360.59

2561384.58

2561374.71

2561398.24

2561396.66

2561463.51

2561451.42

2561407.76

2561400.27

2561391.74

2561381.72

2561512.32

2561517.08

2561513.29

2561518.29

2561539.49

2561541.58

2561557.50

2561555.41

2561575.93

2561594.01

2561588.41

2561604.07

2561608.63

2561614.20

2561629.62

2561624.05

2561565.34

2561566.74

2561626.97

2561625.33

2561560.77

2561542.13

2561549.49

2561568.13

2561624.17

2561628.73

2561632.37

2561621.05

2561648.56

2561645.86

2561664.42

2561661.73

Description

CAMPSITE 6

CAMPSITE PICNIC 6

CAMPSITE 7

CAMPSITE PICNIC 7

CAMPSITE 8

CAMPSITE PICNIC 8

CAMPSITE 9

CAMPSITE PICNIC 9

CAMPSITE 10

CAMPSITE PICNIC 10

CAMPSITE 11

CAMPSITE 11 PICNIC

CAMPSITE 12

CAMPSITE 12 PICNIC

LOOP A Point Table

Point #

Elevation 2538.21

2538.17

2537.59

2537.55

2537.04

2537.48

2536.77

2537.12

2538.97

2539.93

2539.74

2539.01

2539.64

2539.40

2540.00

2539.99

2539.94

2539.36

2539.34

2539.56

2539.66

2539.89

2539.85

2538.27

2538.25

2538.48

2538.49

2538.37

2538.24

2538.01

2538.20

2538.67

2538.74

2538.79

2538.53

2538.45

2538.73

2538.69

2538.28

2538.35

2538.20

2538.13

2538.65

2539.82

2539.78

2539.41

2540.09

2540.04

2538.90

2538.85

2538.89

2538.02

2538.33

2538.46

2537.79

Northing 2213836.47

2213832.16

2213822.75

2213818.84

2213817.51

2213819.30

2213796.64

2213798.43

2213888.13

2213837.15

2213831.10

2213871.68

2213857.01

2213883.13

2213868.60

2213924.33

2213920.40

2213935.62

2213930.95

2213957.69

2213942.05

2213937.62

2213953.26

2213917.75

2213916.69

2213963.36

2213962.90

2213919.11

2213903.83

2213897.61

2213912.89

2213988.39

2213977.74

2214010.67

2213996.17

2214005.50

2214020.40

2214013.16

2214028.06

2213974.76

2213973.43

2213951.57

2213951.64

2213991.58

2214041.16

2214038.73

2214044.11

2214058.72

2214047.82

2214032.87

2213977.67

2213978.38

2213944.31

2213941.83

2213971.73

2213954.53

Easting 2561645.72

2561644.73

2561582.54

2561583.39

2561564.56

2561580.46

2561566.91

2561582.81

2561667.04

2561715.57

2561709.88

2561685.21

2561700.24

2561696.39

2561711.73

2561713.50

2561712.76

2561653.39

2561656.57

2561700.71

2561697.34

2561717.87

2561721.24

2561590.32

2561586.47

2561573.45

2561577.73

2561607.98

2561612.72

2561592.66

2561587.92

2561578.29

2561600.28

2561633.62

2561640.38

2561613.00

2561607.16

2561632.55

2561626.72

2561509.13

2561520.28

2561512.08

2561517.08

2561465.29

2561503.36

2561506.53

2561465.51

2561480.60

2561491.64

2561476.89

2561422.69

2561427.23

2561454.05

2561450.90

2561459.12

2561471.16

Description

CAMPSITE 13

CAMPSITE PICNIC 13

CAMPSITE 14

CAMPSITE PICNIC 14

CAMPSITE 15

CAMPSITE 16

CAMPSITE PICNIC 16

CAMPSITE 17

CAMPSITE PICNIC 17

BATHROOM PATH 2

CAMPSITE 18

CAMPSITE PICNIC 18

CAMPSITE 19

CAMPSITE PICNIC 19

LOOP A Point Table

Point #

Elevation 2537.67

2538.41

2538.62

2538.47

2539.26

2539.23

2538.62

2538.99

2539.27

2538.96

Northing 2213945.35

2213962.56

2213972.50

2213974.72

2214034.34

2214031.71

2214029.49

2214042.89

2214031.43

2214018.02

Easting 2561458.05

2561446.01

2561333.18

2561345.55

2561386.13

2561389.50

2561351.37

2561360.10

2561377.70

2561368.96

Description

CAMPSITE PICNIC 19

HOST SLIP 20

HOST SITE 20 PICNIC

ENGINEERS

PLANNERS

SURVEYORS

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

3 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE LAYOUT POINTS

LOOP A

05/21/2020

.dwg

PJD

JPN

PJD

C-12

RANGER DISTRICT

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North Fork Coeur d'Alene River

PT: 248

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ENGINEERS

PLANNERS

SURVEYORS

LOOP B

ENGINEERS

PLANNERS

SURVEYORS N

SCALE IN FEET

30 60

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

R35'

16'

20'

10.67'

16'

19'

R35'

R3'

R35'

DRAWING

TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/5 /20

3 P

L F:

\70

(R-1)

REGION ONE

KIT PRICE

CAMPGROUND

IDAHO PANHANDLE

NATIONAL FOREST

COEUR D'ALENE RIVER

SITE LAYOUT LOOP B

05/21/2020

.dwg

PJD

JPN

PJD

C-13

R35'

16'

R15'

RANGER DISTRICT

Notes:

1. ALL PARKING SPURS AND PATHS SHALL HAVE

A MAXIMUM 2% CROSS SLOPE AND MAXIMUM

5% RUNNING SLOPE.

AutoCAD SHX Text P

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HOST SLIP

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LOOP B…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 13, 2020.